10-668-005ePREAD FOOTING SCHEDULE
MARK
SIZE
L X W X THICKENESS
REINFORCEMENT
REMARKS
BOTTOM
TOP
SHORT BAR
LONG. BAR
SNORT BAR
LONG. BAR
UP -16
CONT. x 16' x 12'
04 g 48'
2" 5
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3' -0' x 3' -0' x 12"
405
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4' -0' x 4' -0" x 12'
405
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EXTEND WF -16 CONT. REINF. THRU F -36 FOOTINGS.
Q PROVIDE 205 CORNER BARS W/ 3' -0' LEGS tv EA. CORNER SEE DTL ON 5-3
CONCRETE COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
VERTICAL OR
BASE PLATE
REINFORCEMENT
TIES OR
CAP PLATE
REMARKS
GI
8' x 12'
405
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8' x 16'
4 s 5
'3 b m 8'
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8' x 24'
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COLUMN DOWELS TO BE SPLICED 36' W/VERT. BARS SEE A 15-3
FOUD AT I ON 4 eROUNE) FLOOR FRAMING PLAN-
SCALE: I/4' =1' -0"
FOUNDATION NOTES
1) SOIL STATEMENT:
SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO
SUPPORT THE DESIG=N LOAD OF 2000 PSF AFTER
EXCAVATION. SIGNED 4 SEALED LETTER WILL BE
SUBMITTED BY THE ARCHITECT OR THE ENGINEER
ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO
THOSE UPON WHICH THE DESIGN IS BASED ON.
2) BOTTOM OF ALL FTGS. TO MATCH EXIST. - UDN.
3) PLACE ALL CONCRETE SLABS OVER
6 MIL VAPOR BARRIER OVER TERMITE
TREATED, CLEAN 4 WELL COMPACTED FILL.
4) DENOTES 8" MASONRY BEARING
WALL REINF. W/ 09 GALV. TRUSS TYPE
HORIZONTAL JOINT REINF. 6 1(o' O.G. 4 %a48' O.G.
VERT. IN FULLY GROUTED BLOCK CELL
5) ® DENOTES EXIST. FOOTING TO REMAIN
(o) S.J. INDICATES SAW CUT JOINT IV WIDE x 211/2' DEEP
TO TAKE PLACE 24 HR's AFTER CONC. SLAB HAS BEEN CAST.
1) } -� DENOTES EX15T.8' CMU WALL TO REMAIN.
/-nk10-M ="rC CI Aa
1 * 5 CONT.
00
SPLICE
DOUBLE W.WF.
THICKENED SLAB EDGE (T.E.)
SCALE :1' -1' -0'
8x8 CAP BEAM W/ 205 CONT.
(PROVIDE 105 CORNER BAR W/ 30' LEG=S
6 OUTSIDE OF CORNERS)
. I.
8
N
Tl TOP BARS SEE PLAN 4 SCHED.
EXIST.
STRUC.
+ 20' -9" �0
EXIST. -
STRUC.
48" BAR DIA.
SPLICE
8' BLOCK WALL
r-4" CONC. SLAB
12"
TO MATCH
EXIST.
CORE DRILL 31/4' DIA x (o" HOLES IT 24' C/C
INTO EXIST. FTG. 4 SET $5 HOOKED BARS IN EPDXY
SECTION 1
3/4' ■ 1' —'
CITY OF :a
BUILDI�2'DEPT.
.4 ;
sl�z
HIriTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
Q PROGRESS
nQ PERMIT
f
CONSTRUCTION
I6' -b"
i
k
FOUD AT I ON 4 eROUNE) FLOOR FRAMING PLAN-
SCALE: I/4' =1' -0"
FOUNDATION NOTES
1) SOIL STATEMENT:
SOIL AT THIS SITE IS SAND 4 ROCK ADEQUATE TO
SUPPORT THE DESIG=N LOAD OF 2000 PSF AFTER
EXCAVATION. SIGNED 4 SEALED LETTER WILL BE
SUBMITTED BY THE ARCHITECT OR THE ENGINEER
ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO
THOSE UPON WHICH THE DESIGN IS BASED ON.
2) BOTTOM OF ALL FTGS. TO MATCH EXIST. - UDN.
3) PLACE ALL CONCRETE SLABS OVER
6 MIL VAPOR BARRIER OVER TERMITE
TREATED, CLEAN 4 WELL COMPACTED FILL.
4) DENOTES 8" MASONRY BEARING
WALL REINF. W/ 09 GALV. TRUSS TYPE
HORIZONTAL JOINT REINF. 6 1(o' O.G. 4 %a48' O.G.
VERT. IN FULLY GROUTED BLOCK CELL
5) ® DENOTES EXIST. FOOTING TO REMAIN
(o) S.J. INDICATES SAW CUT JOINT IV WIDE x 211/2' DEEP
TO TAKE PLACE 24 HR's AFTER CONC. SLAB HAS BEEN CAST.
1) } -� DENOTES EX15T.8' CMU WALL TO REMAIN.
/-nk10-M ="rC CI Aa
1 * 5 CONT.
00
SPLICE
DOUBLE W.WF.
THICKENED SLAB EDGE (T.E.)
SCALE :1' -1' -0'
8x8 CAP BEAM W/ 205 CONT.
(PROVIDE 105 CORNER BAR W/ 30' LEG=S
6 OUTSIDE OF CORNERS)
. I.
8
N
Tl TOP BARS SEE PLAN 4 SCHED.
EXIST.
STRUC.
+ 20' -9" �0
EXIST. -
STRUC.
48" BAR DIA.
SPLICE
8' BLOCK WALL
r-4" CONC. SLAB
12"
TO MATCH
EXIST.
CORE DRILL 31/4' DIA x (o" HOLES IT 24' C/C
INTO EXIST. FTG. 4 SET $5 HOOKED BARS IN EPDXY
SECTION 1
3/4' ■ 1' —'
CITY OF :a
BUILDI�2'DEPT.
.4 ;
sl�z
HIriTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
Q PROGRESS
nQ PERMIT
f
CONSTRUCTION
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DATE 02 -19-10
SCALE AS NOTED
DRAWING Y.T.
JOB
SHEET
S -1
OF 3 SHEETS